HomeMy WebLinkAboutS-0706-A Map 10MARA LYNN RD
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I INV = 82.41
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----- ---- S86'43'22"E
EXISTING CURB
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r( �1.1g CANOPY PRICE CANOPY f PAVEMENT (TYP.)\ %
MATCH SIGN (TYP.) UNDERGROUND \
yl EXISTING \ STORAGE TANK 94�14 94.19 I 1 /
ELEVATION 92.62
4" CANOPY MATCH 1 I I\ \
00 v N EXISTING 93.7 \ \
DRAIN @ 1 % Q ELEVATION 9J, 1\ 93.8 4.00 4.50
MIN. (TYP) 0)x 993.
3 60 7 94.05 3' /CONCRETE _
C.O. vv C.O. ° i F %UME (TYP.) / �� v \\V II I
� 0 193.41
�I 1 9t:g0 94.44 l i V A �I I I 186.0'
90.42 I oa M o MATH 93.6 4.36 ---------------------------------------------------
g MATCH �Ro EXISTINGCn I I I
EXISTING tt E °i o ELEVATION 1 I I I EXISTING CURB
ELEVATION �\ oo I II CURB & I I I AND GUTTER (TYP.)
GUTIfER (TYP.)
1 4' CANOPY
91.65
MATCH, E93.17 3.28I DRAIN ®1% EXISTING91.5I I ELEVATION( ) \ 93.8
*SEE DETAIL 1MATCH FOR SPOT 92.8 COCRI 1 E \\hII II
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EXISTING 11
VLN 392.76 .08ELEATIONSELEVATION 7I) -\\ �\
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- EXISTING KROGER STORE Y
615
9333fix4" CANOP% 82.8 . LITTLE ROCK, ARKANSAS
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3110 .8 ° 92MIN. (TYP}
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" CANOPY I
M o DRAIN ®1% 92L92.24da'o o rn, ` \ I \ \ \ \ I _ \ I LOT NO 1
MIN. �TYP) \ 92.0���IIOF THE FINAL PLAT
90.40 \ I \i C. K. POWELL S/D
88.8 \ 92.892.�5 yI A Iy I I i BOOK B, PAGE 963
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1 0 I I I I I I I j FILE NO 86-050583
\ N I I N I I I I I AUGUST 5, 1986
c z I I I CURB & I I I -EXISTING ASPHALT-/ POWELL BROTHERS INC
I I I GUTTER (TYP.) I I PAVEMENT (TYP)
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C.O. REPAIR PAVEMENT AS EXISTING CURB
I NECESSARY FOR AND GUTTER (TYP.)
I I STORM DRAIN _ ! __________________ _ N88'45'15"W
I� I CONSTRUCTION -------
277.03'
I I I
N88'45'15"W
- ----_- -_-_-
12
CONTRACTOR SHOULD ENSURE ADEQUATE ACCESS AT ALL
TIMES AND PROVIDE TRAFFIC CONTROL MEASURES TO
ENSURE SAFE ACCESS DURING WORK IN TRAVEL LANES
CONTRACTOR SHOULD VERIFY HORIZONTAL AND VERTICAL
LOCATION OF ALL EXISTING UTILITIES WHICH PROPOSED
STORM DRAINAGE WILL CROSS TO ENSURE ADEQUATE
COVER/SEPERATION. CONTRACTOR SHOULD NOTIFY THE
OWNER IMMEDIATELY IF ADEQUATE COVER/SEPERATION
CANNOT BE MAINTAINED
\
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I -EXISTING ASPHALT-/
PAVEMENT (TYP.)
4- o
N
,
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LOT NO 1 OF THE FINAL PLAT WEST CHASE PLAZA,
AN ADDITION TO THE CITY OF LITTLE ROCK, AR
LO
I BEING A REPLAT OF PART OF BLOCKS 11, 13, 14,
00
N 35 AND 36 AND A PART OF GROVE STREET, ALL
IN SANTA FE ADDITION TO CITY OF LITTLE ROCK,
AR
AMSTAR/ FIRST CAPITAL, LTD INST, NO 93-62170
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Site Data:
Kroger Store: Y-615
315 N. Shackelford Rd.
Little Rock, AR 72211
Zoning: C-3 (General Commercial District)
Parcel Size: 4.78 Acres
Setbacks: 25' Front Yard
15' Side Yards
25' Rear Yard
GRAPHIC SCALE
0 20 30 40
BENCHMARK:
SITE TBM: FINISHED FLOOR ELEVATION OF EXISTING KROGER STORE
ELEVATION: 100.00
CONTOUR INTERVAL = 1 FOOT
CONTOURS ARE DERIVED FROM RANDOM SPOT SHOTS OBTAINED BY TOTAL
STATION SURVEY METHODS.
SPECIAL FLOOD HAZARD STATEMENT
BY GRAPHIC DETERMINATION, THE SUBJECT PROPERTY IS NOT LOCATED
WITHIN THE LIMITS OF A DESIGNATED FLOOD HAZARD AREA PER
FEMA/FIRM MAP NUMBER 0501810044 F, CITY OF LITTLE ROCK,
ARKANSAS, PULASKI COUNTY, EFFECTIVE DATE OF OCTOBER 19, 2001.
THE SUBJECT PROPERTY LIES WITHIN 'DESIGNATED ZONE X.
DRIVE ELEVATION AT LOW COLUMN = 89.52
DISTANCE TO TOP OF FOOTING = -1.21
TOP OF ALL FOOTINGS = 88.31
HIGH DRIVE ELEVATION UNDER CANOPY = 92.11
MINIMUM CLEARANCE TO BOTTOM OF CANOPY FASCIA = +14.50
BOTTOM OF CANOPY FASCIA ELEVATION = 106.61
SPOT ELEVATIONS LISTED AROUND PROPOSED LANDSCAPING ISLANDS
DESIGNED TO MATCH EXISTING ELEVATION, UNLESS OTHERWISE NOTED.
8'x14' KIOSK
1.5%
( IN FEET )
1 inch = 20 ft
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91.14 MATCH CONCRETE
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N ELEVATION
F.F.E. = 91.25 N (�
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91.25 90.98 MATCH 0
90.77AX MISTING ELEVATION >
1.5% 90.95 9c I L L1
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EXISTING ASPHALT
PARKING LOT 0
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90.75 0 0 MATCH d
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25% EXTING ELEV. ON
Project $: 19923.00
Designed By: ATP
EDGE OF Drawn ey: ATP
CONCRETE Checked By: CLM
(TYP.)
Date: 08/02/05
W Scale: 1" = 20'
Disk File: 923-C4-GRADING PLAN.dwg
Model:
I Address: Y-615
315 N. Shockleford Rd.
Little Rock, AR, 72211
GRADING/
KIOSK SPOT ELEVATIONS DRAINAGE
PLAN
SCALE: 1 " = 5' Drawing No.:
C4